对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
最后通过计算实例比较和分析了配筋砌块砌体剪力墙手算、程序计算的异同。
At last, through an example, the similarities and differences of manual calculation and program calculation are compared and analysed.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
本文建立了完整的配筋砌块砌体结构在弹性阶段的完全相似模型和简单相似模型的相似性关系。
Integrated simple and complete model similarity theory of reinforced concrete block masonry structure are set up in this paper.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式，近年来研究和应用逐渐增多。
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式，近年来研究和应用逐渐增多。
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
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